Consolidation Behavior and Compression Prediction Model of Coastal Cement Soil Modified by Nanoclay

Table 6

Compression of CCS at different consolidation pressures.

Cement content (%)	Curing age (d)	The amount of compression under consolidation pressure (mm)
		100 kPa	200 kPa	400 kPa	800 kPa	1600 kPa
10	7	0.595	1.785	3.620	5.380	6.995
	28	0.510	1.235	2.865	4.680	6.445
12	7	0.485	1.525	3.310	5.140	6.865
	28	0.315	0.805	2.240	4.065	5.930
14	7	0.450	1.270	2.925	4.715	6.490
	28	0.320	0.680	1.870	3.710	5.610
16	7	0.300	0.955	2.520	4.305	6.105
	28	0.265	0.500	1.580	3.265	5.150
18	7	0.280	0.680	2.085	3.895	5.760
	28	0.255	0.410	1.210	2.770	4.700
20	7	0.260	0.635	1.965	3.770	5.655
	28	0.270	0.405	1.085	2.550	4.445